Parametric Study of Horizontally Curved Pre-Stressed Concrete Continuous Box Girder Bridges

Authors

  • Satish Gajera P. G. Student, M. S. Patel Department of Civil Engineering, CSPIT, CHARUSAT, Changa, Gujarat, (India)
  • Dr. V. R. Panchal Professor and Head of Department, M. S. Patel department of Civil Engineering, CSPIT, CHARUSAT, Changa, Gujarat, (India)
  • Ms. M. J. Desai Assistant Professor, M. S. Patel Department of Civil Engineering, CSPIT, CHARUSAT, Changa, Gujarat, (India)

Keywords:

Grillage Analogy, STAAD BEAVA, Continuous span, Pre-stressed Box Girder

Abstract

bridges are the key elements in any road network system as they facilitate free and uninterrupted movement
of traffic. The main objective of this study is to compare the analytical results of horizontally curved box girder bridges
having different parameters. This paper comprises of analytical results of nine curved bridges having different
parameters in terms of span length and deviation angle. The results obtained are in terms of shear force, bending
moment and torsional moment. It is observed from the results that with increasing deviation angle there is an
appreciable increase in the value of torsional moment.

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Published

2022-08-23

How to Cite

Satish Gajera, Dr. V. R. Panchal, & Ms. M. J. Desai. (2022). Parametric Study of Horizontally Curved Pre-Stressed Concrete Continuous Box Girder Bridges. International Journal of Advance Engineering and Research Development (IJAERD), 4(13), -. Retrieved from https://ijaerd.org/index.php/IJAERD/article/view/6111

Issue

Vol. 4 No. 13 (2017): SIEICON-2017 (International Conference on Current Research in Engineering)

Section

Articles